The performance of tapered composite plate girders loaded in shear: An experimental and numerical investigation
Composite non-prismatic girders have been used in modern bridges worldwide. Experimental and theoretical studies were performed to investigate prismatic steel plate girders. However, research on evaluating the behavior of tapered composite plate girders is limited. This study examines the ultimate s...
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Published in | Structures (Oxford) Vol. 57; p. 105341 |
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Main Authors | , , , |
Format | Journal Article |
Language | English |
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Elsevier Ltd
01.11.2023
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Abstract | Composite non-prismatic girders have been used in modern bridges worldwide. Experimental and theoretical studies were performed to investigate prismatic steel plate girders. However, research on evaluating the behavior of tapered composite plate girders is limited. This study examines the ultimate shear capacity of tapered composite plate girders. Five large-scale girders, one prismatic and four tapered, were tested under a single-point load at midspan to determine their ultimate shear capacity and shear failure mechanism. The taper angles (0°, 5°, 10°, and 15°) and web openings were considered. The failure mode of the tapered plates was also studied. In addition, a numerical simulation was performed to evaluate the influence of the shape and size of the web openings on the shear capacity of the tapered composite plate girders. The results indicated that the taper angles significantly affected the stiffness and ultimate load of the girders. The magnitude of the maximum drop in the shear capacity of the taper degree of 15° was approximately 18.7%. It was also observed that the web opening decreased the capacity of the girder because the rigidity of the web decreased. The decrease in strength of the girder with web opening was 27% compared with the strength of the sold web. Moreover, the validity of the developed finite element (FE) models was verified using corresponding experimental specimens. The results indicate that the FE model can predict the ultimate shear capacity of the tapered composite plate girders. |
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AbstractList | Composite non-prismatic girders have been used in modern bridges worldwide. Experimental and theoretical studies were performed to investigate prismatic steel plate girders. However, research on evaluating the behavior of tapered composite plate girders is limited. This study examines the ultimate shear capacity of tapered composite plate girders. Five large-scale girders, one prismatic and four tapered, were tested under a single-point load at midspan to determine their ultimate shear capacity and shear failure mechanism. The taper angles (0°, 5°, 10°, and 15°) and web openings were considered. The failure mode of the tapered plates was also studied. In addition, a numerical simulation was performed to evaluate the influence of the shape and size of the web openings on the shear capacity of the tapered composite plate girders. The results indicated that the taper angles significantly affected the stiffness and ultimate load of the girders. The magnitude of the maximum drop in the shear capacity of the taper degree of 15° was approximately 18.7%. It was also observed that the web opening decreased the capacity of the girder because the rigidity of the web decreased. The decrease in strength of the girder with web opening was 27% compared with the strength of the sold web. Moreover, the validity of the developed finite element (FE) models was verified using corresponding experimental specimens. The results indicate that the FE model can predict the ultimate shear capacity of the tapered composite plate girders. |
ArticleNumber | 105341 |
Author | Wan Badaruzzaman, W.H. Mohammed, Mohammed K. Hamid, Waleed K. Hasan, Qahtan A. |
Author_xml | – sequence: 1 givenname: Qahtan A. surname: Hasan fullname: Hasan, Qahtan A. email: dr.Qahtan.h@gmail.com organization: Dept. of Civil and Stru. Engineering, The National University of Malaysia, 43600 UKM Bangi, Malaysia – sequence: 2 givenname: W.H. surname: Wan Badaruzzaman fullname: Wan Badaruzzaman, W.H. email: Wanhamidon@ukm.edu.my organization: Dept. of Civil and Stru. Engineering, The National University of Malaysia, 43600 UKM Bangi, Malaysia – sequence: 3 givenname: Waleed K. orcidid: 0000-0002-2715-6182 surname: Hamid fullname: Hamid, Waleed K. email: wh939912@ohio.edu organization: University of Fallujah, Anbar, Iraq – sequence: 4 givenname: Mohammed K. orcidid: 0000-0002-4656-7171 surname: Mohammed fullname: Mohammed, Mohammed K. email: mohammed.89@wright.edu organization: Dept. of Mechanical and Materials Engineering, Wright State University, Dayton, 45435 OH, USA |
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Keywords | Tapered composite plate girders Experimental test Ultimate shear Degree of taper Tension field action Finite element |
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Technol. contributor: fullname: Izzet – volume: 12 start-page: 2839 issue: 11 year: 2017 ident: 10.1016/j.istruc.2023.105341_b0005 article-title: Finite element analysis of tapered composite plate girder with a non-linear varying web depth publication-title: J. Eng. Sci. Technol. contributor: fullname: Hasan – volume: 129 start-page: 278 year: 2018 ident: 10.1016/j.istruc.2023.105341_b0050 article-title: Negative bending capacity prediction of composite girders based on continuous strength method publication-title: Thin-Walled Struct. doi: 10.1016/j.tws.2018.04.005 contributor: fullname: Yang – ident: 10.1016/j.istruc.2023.105341_b0090 – ident: 10.1016/j.istruc.2023.105341_b0095 doi: 10.1680/iicep.1979.2317 – ident: 10.1016/j.istruc.2023.105341_b0075 – volume: 184 year: 2021 ident: 10.1016/j.istruc.2023.105341_b0120 article-title: Slenderness classification of shear panels with random pitting corrosion damage publication-title: J. Constr. Steel Res. doi: 10.1016/j.jcsr.2021.106802 contributor: fullname: Ghadami |
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SubjectTerms | Degree of taper Experimental test Finite element Tapered composite plate girders Tension field action Ultimate shear |
Title | The performance of tapered composite plate girders loaded in shear: An experimental and numerical investigation |
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